The URL can be used to link to this page

PERMIT DOCUMENTSA/C AIR CONDITIONING MTL. METAL ACT. ACCOUSTIC(AL) MEZZ. MEZZANINE ADJ. ADJACENT MFR. MANUFACTURER AFF. ABOVE FINISHED FLOOR MH. MANHOLE 1 COCCUPANCY MIN. MINIMUM ALT. ALTERNATE MISC. MISCELLANEOUS ALUM ALUMINUM MLD. MOLDING APPROX. APPROXIMATE MO. MASONRY OPENING ARCH. ARCHITECT(URAL) MOD. MODULAR L ANGLE MOV. MOVEABLE @ AT MR. MOISTURE RESISTANT UNCHANGED MRL. MINERAL BD. BOARD MTD. MOUNTED BET. BETWEEN MTG. MEETING BIT BITUMINOUS MATL. MATERIAL BLDG. BUILDING MULL. MULLION BLK. BLOCKING NA. NOT APPLICABLE BM. BEAM NAT. NATURAL BOT. BOTTOM NIC. NOT IN CONTRACT BR. BEDROOM NOM. NOMINAL BRG. BEARING NTS. NOT TO SCALE BRKT. BRACKET OC. ON CENTER BSMT. BASEMENT OD. OUTSIDE DIAMETER SEE CHART OFF. OFFICE CAB. CABINET OPG. OPENING CPT. CARPET OPP. OPPOSITE CER. CERAMIC OZ. OUNCE CIP. CAST -IN-PLACE PC. PRECAST CIR. CIRCLE PCF. POUNDS PER CUBIC FOOT CJ. CONTROL JOINT CLG. CEILING PERF. PERFORATED CLO. CLOSET PERP. PERPENDICULAR CLR. CLEAR PK. PARKING � OR CL. CENTER LINE PL. PLATE CMT. CERAMIC MOSAIC TILE PLP S. PLASTER CMU CONCRETE MASONRY PLF. POUNDS PER LINEAR FOOT UNIT CO. CLOSE OUT PLS. PLASTIC. COL. COLUMN PNL. PANEL COMB. COMBINATION PNT. PAINT(ED) CONC. CONCRETE POL. POLISHED CONST. CONSTRUCTION PR. PAIR CONT. CONTINUE PREFAB. PREFABRICATED CORA. CORRIDOR .0 / URINALS 1 per 50 for the remainder exceeding 50 PROJ. PROJECTING, PROJECT CORRUG. CORRUGATED PROT. PROTECTION CRS. COURSE PSF. POUNDS PER SQUARE FOOT CSK COUNTERSINK CTR. CENTER PSI. POUNDS PER SQUARE INCH CU. CUBIC POINT OR PRESSURE PT. DR. DRAIN TREATEDPTN. DBL. DOUBLE SERVICE SINK PARTITION N/A PVC. POLYVINYL CHLORIDE DEM. DEMOLISH, DEMOLITION PVMT. PAVEMENT DEP. DEPRESS(ED)(ION) % PERCENT DET. DETAIL P. PLATE DIAG. DIAGONAL DIA. DIAMETER QT. QUARRY TILE DIM. DIMENSION R. RISER DIV. DIVISION RAD. RADIUS DL. DEAD LOAD RECEPT, RECEPTACLE D DAMPPROOFING REF. REFERENCE DN.N. DOWN REFR. REFRIGERATOR DS. DOWNSPOUT REG. REGISTER DWG. DRAWING REINF. REINFORCED, REINFORCING DWR. DRAWER REM. REMOVE EA. EACH REQ. REQUIRED EL. ELEVATION RES. RESILIENT ELEC. ELECTRIC(AL) RET. RETAIN ELEV. ELEVATOR REV. REVISION EMER. EMERGENCY RFG. ROOFING ENC. ENCLOSE(URE) RFL. REFLECT(OR)(ED)(IVE) ENT. ENTRANCE RM. ROOM EQ. EQUAL RO. ROUGH OPENING EQP. EQUIPMENT O ROUND, DIAMETER EST. ESTIMATE SAN. SANITARY ELECTRIC WATER SC. SOLID CORE EWC. COOLER SCH. SCHEDULE EXC. EXCAVATE. SEAL. SEALANT EXH. EXHAUST SECT. SECTION EXIST. EXISTING SF. SQUARE FOOT(FEET) EXPN. EXPANSION SH. SHELF, SHELVING EXT. EXTERIOR SHO. SHOWER SHT. SHEET FC. FACE SHTG. -SHEATHING FAST. FASTEN(ER) SIM..: 5'iMILAR FCA. FASCIA SPEC. SPECIFICATION(S) FGL. FIBERGLASS SPKR. SPEAKER FIN. FINISH(ED) SQ. SQUARE FLR. FLOOR SST. STAINLESS STEEL FLEX. FLEXIBLE STA. STATION FLG. FLASHING STC. SOUND TRANSMISSION FLUR. FLUORESCENT STD. CLASS STANDARD FND. FOUNDATION STL. STEEL FP. FIRE PROOFING STG. STORAGE FT. OR, FOOT, FEET FTG. FOOTING STRUCT. STRUCTURE, STRUCTURAL FUR. FURRED, FURRING SUP. SUPPORT FXT. FIXTURE SUR. SURFACE SUSP. SUSPENDED GA. GAUGE, GAGE SW. SWITCH GALV. GALVANIZED SY. SQUARE YARD GC. GENERAL CONTRACTOR SYM. SYMMETRICAL GKT. GASKET SYN. SYNTHETIC GL. GLASS, GLAZING SYS. SYSTEM GR. GRADE(ING) T. TOILET GVL. GRAVEL T&G TONGUE & GROOVE GWB. GYPSUM WALLBOARD TEL. TELEPHONE GYP. GYPSUM TEMD. TEMPERED TEMP. TEMPORARY HC. HOLLOW CORE TER. TERRAZZO HDW. HARDWARE TEXT. TEXTURED HM. HOLLOW METAL THK. THICK(NESS) HOR. HORIZONTAL THR. THRESHOLD HP. HORSEPOWER THRU. THROUGH HR. HOUR TOP OF CONCRETE OR HT. HEIGHT TOC. CURB HTR. HEATER TOL. TOLERANCE HVAC HEATING VENTILATION TOP. TOP OF PAVEMENT AIR TOS. TOP OF SLAB OR STEEL HWD. HARDWOOD TOW. TOP OF WALL HYD. HYDRANT TR. TREAD TRANS. TRANSPARENTTRT. ID. INSIDE DIAMETER TREATED IN. " INCH TV. TELEVISION INCLL.. INCLUDE TYP. TYPICAL INSUL. INSULATE(D), INSULATION INT. INTERIOR UC. UNDERCUT INTM. INTERMEDIATE UL. UNDERWRITER'S INV. INVERT LABORATORY UNFIN. UNFINISHED JST. JOIST UNO. UNLESS NOTED OTHERWISE JAN. JANITOR UR. URINAL JB. JUNCTION BOX UTIL. UTILITY JC. JANITOR'S CLOSET JT. JOINT VAR. VARNISH VENT. VENTILATION KIP THOUSAND POUNDS VERT. VERTICAL KIT. KITCHEN VEST. VESTIBULE KO. KNOCK OUT VNR. VENEER VOL. VOLUME LAB. LABORATORY VTR. VENT THROUGH ROOM LAM. LAMINATE VWC. VINYL WALL COVERING LAV. LAVATORY VYL. VINYL LB. POUND W. WIDE, WIDTH LIN. LINEAR W/ WITH LL. LIVE LOAD W/OUT. WITHOUT LT. LIGHT WD. WOOD LVR. LOUVER WIN. WINDOW LW. LIGHTWEIGHT WK. WORKING MACH. MACHINE MAS. MASONRY WRG. WATER RESISTANT GYPSUM MAX. MAXIMUM WSCT. WAINSCOT MBR. MEMBER WT. WEIGHT MECH. MECHANIC(AL) WWF. WELDED WIRE FABRIC MED. MEDIUM _i EL 0'-0" A.F.F. HEIGHT DATUM A-000 0 A-000 DETAIL MARKS 0 A-000 EXTERIOR ELEVATION 4A-000 SECTION CUT LAYOUT POINT N 0 WA -000 E S INTERIOR ELEVATIONS '-_� D, KEYNOTE 0 Ax REVISION CLOUD & TAG ROOM NAME 003 .- U MBER 000 DOOR NUMBER 000 WINDOW NUMBER 0 COLUMN REFERENCE DIRECTION ARROW MATCH LINE SEE AA / X-AXX MATCH LINE & NOTE CENTER LINE 0 Q A-000 A-000 BUILDING SECTION SYMBOLS SURFSIDE X=RAY ROOM ze600 N. OCEAN BLVD, SUITE 101 BOYNTON BEACH, FL. 3343) t- 1_1 0711 PERMIT SET CODE INFORMATION CFBC REQUIRED/ PROVIDED! ALLOWED CLASSIFICATION EXCEPTION 1 COCCUPANCY CHAPTER 3 BUSINESS (B) BUSINESS (B) w w CLASSIFICATION A3,0 REFLECTED CEILING PLAN (UNCHANGED) w 2 HEIGHT AND AREA TABLE 503 EXISTING EXISTING BUILDING a� a BUILDING � UNCHANGED 3 HEIGHT MODIFICATIONS SEC 504 EXISTING EXISTING BUILDING BUILDING UNCHANGED 4' AREA MODIFICATIONS SEC 506 N/A N/A 5' CONSTRUCTION TYPE EXISTING EXISTING BUILDING BUILDING UNCHANGED 6' OCCUPANT LOAD TABLE 1004.1.1 BUSINESS SEE CHART STAIRWAYS: STAIRWAYS: 7' EGRESS WIDHT PER 0.3 NIA OTHER EGRESS OCCUPANT SERVED TABLE 1005.1 OTHER COMP: EGRESS COMP: 0.2 REQ.2.4" PROV 72" rEXIT ACCESS TRAVEL 8 DISTANCE TABLE 1015.1 200' UNCHANGED MAXIMUM FLOOR AREA ALLOWED PER OCCUPANT AREA (SQ. FT) OCCUPANTS ALLOWED BUSINESS 100 GROSS 1,449 14 MINIMUM PLUMBING FIXTURES (FBC.PLUMBING 403.1) REQUIRED (PER FLOOR) PROVIDED 1 per 25 for the first 50 and (5) W.0 .0 / URINALS 1 per 50 for the remainder exceeding 50 (2) URINALS TOTAL: (Business) 7 FIXTURES 1 per 40 for the first 80 and LAVATORIES 1 per 80 for the remainder exceeding 80 4 (Business) DRINKING FOUNTAIN 1 per 100 1 SERVICE SINK 1 (FOOT NOTE G } N/A N FIRST FLOOR •. PLAN ■ USE GROUP: BUSINESS "B" CONSTRUCTION CLASSIFICATION: II -B (EXISTING) FLORIDA BUILDING CODE/EXISTING BUILDING LEVEL:2 ALTERATION (NON-SPRINKLERED BUILDING) DESIGN CRITERIA: 170 MPH EXPOSURE: D TABLE 508.2 INCIDENTAL USE AREAS MECHANICAL AND/OR ELECTRICAL ROOMS: 1 HOUR STORAGE ROOMS OVER 100 S.F.: 1 HOUR TABLE 508.4 FBC REQUIRED SEPARATION FOR OCCUPANCIES (HOURS1 N/A CHAPTER 6 TYPE OF CONSTRUCTION ALL EXTERIOR WALLS ARE EXISTING TO REMAIN TYPE ii B - NON SPRINKLERED TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS STRUCTURAL FRAME 0 HR (EXISTING TO REMAIN) BEARING WALLS EXTERIOR N/A INTERIOR 0 HR NON-BEARING WALLS AND INTERIOR PARTITIONS 0 HR FLOOR CONSTRUCTION EXISTING TO REMAIN ROOF CONSTRUCTION EXISTING TO REMAIN SECTION 603: FIRE -RETARDANT TREATED WOOD IS PERMITTED FOR NON-BEARING INTERIOR PARTITIONS WHEN THE REQUIRED FIRE -RESISTANCE RATING IS 2 HOUR OR LESS, IN ACCORDANCE WITH SECTION 2303.2, WITH A FLAME SPREAD INDEX OF 25 OR LESS AND SHOW NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TEST IS CONTINUED FOR AN ADDITIONAL 20 -MINUTE PERIOD PER ASTM E 84. CHAPTER 7 FIRE -RESISTANCE -RATED CONSTRUCTION SECTION 705: FIRE WALLS -. (EXISTING 1 HR RATED TENANT SEPARATION) CHAPTER 8 - INTERIOR FINISHES INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450. CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450. CLASS C. FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450. CHAPTER 10 - MEANS OF EGRESS MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION THE PROJECT IS DESIGNED TO BE IN CONFORMANCE WITH THE FOLLOWING APPLICABLE CODES: 2014 FLORIDA BUILDING CODE -BUILDING 2014 FLORIDA BUILDING CODE -ACCESSIBILITY 2014 FLORIDA BUILDING CODE -EXISTING (CHAPTER 7 ALTERATIONS LEVEL 2) 2014 FLORIDA PLUMBING CODE (F.P.C) 2014 FLORIDA MECHANICAL CODE (F.M.C) 2008 Standard National Electrical Code (N.E.C) Florida Fire Prevention Code, FIFTH EDITION / NFPA 1 Fire Code 2012 edition / NFPA 101, Life Safety Code 2012 edition CODE OF ORDINANCES -CITY OF BOYNTON BEACH, FL. • 1 • iq 11111ill� REVI ED BY DATE �[ectricai F>i —M bin vrtect;arica! OrOster Fire re ems_ e"Iiv� r All Work invoiced on this permit sha,i con crrft v�iih all City of 'Boynton Beach Euiidinu Cod's Rd 121 C 0 FhLt IL D1N G g.r$V i(jN EXISTING EXAM ROOM ALTERATION TO COMPLY WITH NEW PROPOSED X-RAY ROOM REQUIREMENTS RELATED ELECTRICAL WORK. PROJECT SCOPE OF WORK TOTAL SUITE 101 AREA 1,772 SQ.FT X RAY ROOM AREA 107 SQ. FT 6 1L L • ISSUE HISTORY: 0711 PERMIT SET ARCHITECTURAL A0.1 PROJECT INFO cn A0.2 GENERAL NOTES i A2.0 CONSTRUCTION PLAN w w A3,0 REFLECTED CEILING PLAN w o ELECTRICAL E-1 ELECTRICAL POWER & LIGHTING PLAN / RISER a� a CLIENT ARCHITECT: MEP ENGINEER: GENERAL CONTRACTOR DR GLEN CHAPMAN 4600 N.00EAN BLVD SUITE 101 BOYNTON BEACH, FL. 33435 TEL: 561-330-4300 RWB LINARES ARCHITECTURE 1600 SOUTH DIXIE HWY, SUITE 400 BOCA RATON, FL.33432 CONTACT: NORBERTO LOIANNO TEL: (561) 391-0081 FAX: (561) 391-0085 ASSOCIATED PROFESSIONAL DESIGN 1640 N.W 2ND AVE. BOCA RATON, FL.33432 CONTACT: CYNTHIA TORRES TEL: (561) 913-8307 PM BUILDERS LLC 9314 FOREST HILL BLVD #19 WELLINGTON, FL. 33411 TEL: (954) 235 -7668 - PROJECT TEAM REVISIONS 19 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR RRPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIPIM PROTECT. NONE OF SUCH IDEAS, DEMONS, ARRANOE[ WM, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRK OR CORPORATION FOR ANY PURPOSE WITHOUT WRrr1'EN PERMISSION OF RWB/ LINARES ARCHITECTURE, INC. RM �ZtS#RR �I.S� S:u�b aurz tt sszc cmz, ssrsttarrxmuasr,; i� �a I PROJECT # 15-0: w v LU U 5 DATE 06-28-14 SuEET # AO. I C cn w w w o a � Q RM �ZtS#RR �I.S� S:u�b aurz tt sszc cmz, ssrsttarrxmuasr,; i� �a I PROJECT # 15-0: w v LU U 5 DATE 06-28-14 SuEET # AO. I C A/C AIR CONDITIONING MTL. METAL ACT. ACCOUSTIC(AL) MEZZ. MEZZANINE ADJ. ADJACENT MFR. MANUFACTURER AFF. ABOVE FINISHED FLOOR MH. MANHOLE A2.0 1 MIN. MINIMUM ALT. ALTERNATE MISC. MISCELLANEOUS ALUM ALUMINUM MLD. MOLDING APPROX. APPROXIMATE MO, MASONRY OPENING ARCH. ARCHITECT(URAL) MOD. MODULAR L ANGLE MOV. MOVEABLE @ AT MR. MOISTURE RESISTANT BUILDING UNCHANGED MRL. MINERAL BD. BOARD MTD. MOUNTED BET. BETWEEN MTG. MEETING BIT BITUMINOUS MATL. MATERIAL BLDG. BUILDING MULL. MULLION BILK. BLOCKING NA. NOT APPLICABLE BM. BEAM NAT. NATURAL BOT. BOTTOM NIC. NOT IN CONTRACT BR. BEDROOM NOM. NOMINAL BRG. BEARING NTS. NOT TO SCALE BRKT. BRACKET OC. ON CENTER BSMT. BASEMENT OD. OUTSIDE DIAMETER BUSINESS SEE CHART OFF. OFFICE CAB. CABINET OPG. OPENING CPT. CARPET OPP. OPPOSITE CER. CERAMIC OZ. OUNCE CIP. CAST -IN-PLACE PC. PRECAST CIR. CJ. CIRCLE CONTROL JOINT PCF. POUNDS PER CUBIC FOOT CLG. CEILING PERF. PERFORATED CLO. CLOSET PERP. PERPENDICULAR CLR. CLEAR PK. PARKING � OR CL. CENTER LINE PL. PLATE CMT. CERAMIC MOSAIC TILE PLAS. PLASTER CMU CONCRETE MASONRY PLF. POUNDS PER LINEAR FOOT UNIT CO. CLOSE OUT PLS. PLASTIC. COL. COLUMN PNL. PANEL COMB. COMBINATION PNT. PAINT(ED) CONC. CONCRETE POL. POLISHED CONST. CONSTRUCTION PR. PAIR CONT. CONTINUE PREFAB. PREFABRICATED CORR. CORRIDOR PROVIDED PROJ. PROJECTING, PROJECT CORRUG. CORRUGATED PROT. PROTECTION CRS. COURSE PSF. POUNDS PER SQUARE FOOT CSK COUNTERSINK (Business) CTR. CENTER PSI. POUNDS PER SQUARE INCH CU. CUBIC POINT OR PRESSURE PT. LAVATORIES DR. DRAIN 4 TREATEDPTN. DBL. DOUBLE (Business) PARTITION PVC. POLYVINYL CHLORIDE DEM. DEMOLISH, DEMOLITION PVMT. PAVEMENT DEP. DEPRESS(ED)(ION) % PERCENT DET. DETAIL P. PLATE DIAG. DIAGONAL QT. QUARRY TILE DIA. DIAMETER DIM. DIMENSION R. RISER DIV. DIVISION RAD. RADIUS DL. DEAD LOAD RECEPT. RECEPTACLE DMPFG. DAMPPROOFING REF. REFERENCE DN. DOWN REFR. REFRIGERATOR DS. DOWNSPOUT REG. REGISTER DWG. DRAWING REINF. REINFORCED, REINFORCING DWR. DRAWER REM. REMOVE EA. EACH REQ. REQUIRED EL. ELEVATION RES. RESILIENT ELEC. ELECTRIC(AL) RET. RETAIN ELEV. ELEVATOR REV. REVISION EMER. EMERGENCY RFG. RFL. ROOFING REFLECT(OR)(ED)(IVE) ENC. ENCLOSE(URE) RM. ROOM ENT. ENTRANCE RO. ROUGH OPENING EQ. EQUAL O ROUND, DIAMETER EQP. EQUIPMENT SAN. SANITARY EST. ESTIMATE SC. SOLID CORE EWC. ELECTRIC WATER SCH. SCHEDULE EXC. COOLER EXCAVATE SEAL- SEALANT EXH. EXHAUST SECT. SECTION SF. SQUARE FOOT(FEET) EXIST. EXISTING SH. SHELF, SHELVING EXPN. EXPANSION SHO. SHOWER EXT. EXTERIOR SHT. SHEET FC. FACE SHTG. SHEATHING FAST. FASTEN(ER) SIM. = SIMILAR SPEC. SPECIFICATION(S) FCA. FASCIA SPKR. SPEAKER FGL. FIBERGLASS SQ. SQUARE FIN. FINISH(ED) SST. STAINLESS STEEL FLR. FLOOR STA. STATION FLEX. FLEXIBLE SOUND TRANSMISSION FLG. FLASHING STC. CLASS FLUR. FLUORESCENT STD. STANDARD FND. FOUNDATION STL. STEEL FP. FIRE PROOFING STG. STORAGE FT. OR' FOOT, FEET FTG. FOOTING STRUCT. STRUCTURE, STRUCTURAL FUR. FURRED, FURRING SUP. SUPPORT FXT. FIXTURE SUR. SURFACE SUSP. SUSPENDED GA. GAUGE,GAGE SW. SWITCH GALV. GALVANIZED SY. SQUARE YARD GC. GENERAL CONTRACTOR SVM. SYMMETRICAL GKT. GASKET SYN. SYNTHETIC GL. GLASS, GLAZING SYS. SYSTEM GR. GRADE(ING) T. TOILET GVL. GRAVEL T&G TONGUE &GROOVE GWB. GYPSUM WALLBOARD TEL. TELEPHONE GYP. GYPSUM TEMD. TEMPERED TEMP. TEMPORARY HC. HOLLOW CORE TER. TERRAZZO HDW. HARDWARE TEXT. TEXTURED HM. HOLLOW METAL THK. THICK(NESS) HOR. HORIZONTAL THR. THRESHOLD HP. HORSEPOWER THRU. THROUGH HR. HOUR TOP OF CONCRETE OR HT. HEIGHT TOC. CURB HTR. HEATER TOL. TOLERANCE HVAC HEATING VENTILATION TOP. TOP OF PAVEMENT AIR TOS. TOP OF SLAB OR STEEL HWD. HARDWOOD TOW. TOP OF WALL HYD. HYDRANT TR. TREAD TRANS. TRANSPARENT ID. INSIDE DIAMETER TREATED IN. IN. OR " INCH TV. TELEVISION INCL. INCLUDE TYP. TYPICAL INSUL. INSULATE(D), INSULATION UC. UNDERCUT INT. INTERIOR UNDERWRITER'S INTM. INTERMEDIATE UL. LABORATORY INV. INVERT UNFIN. UNFINISHED JST. JOIST UNO. UNLESS NOTED OTHERWISE JAN. JANITOR UR. URINAL JB. JUNCTION BOX UTIL. UTILITY JC. JANITOR'S CLOSET JT. JOINT VAR. VARNISH VENT. VENTILATION KIP THOUSAND POUNDS VERT. VERTICAL KIT. KITCHEN VEST. VESTIBULE KIT KNOCK OUT VNR. VENEER VOL. VOLUME LAB. LABORATORY VTR. VENT THROUGH ROOM LAM. LAMINATE VWC. VINYL WALL COVERING LAV. LAVATORY VYL. VINYL LB. POUND W. WIDE, WIDTH LIN. LINEAR W/ WITH LL. LIVE LOAD W/OUT. WITHOUT LT. LIGHT WD. WOOD LVR. LOUVER WIN. WINDOW LW. LIGHTWEIGHT WK. WORKING MACH. MACHINE MAS. MASONRY WRG. WATER RESISTANT GYPSUM MAX. MAXIMUM WSCT. WAINSCOT MBR. MEMBER WT. WEIGHT MECH. MECHANIC(AL) WWF. WELDED WIRE FABRIC - MED. MEDIUM OL EL: 0'-0" A.F.F. HEIGHT DATUM 0 A-000 0 A-000 DETAIL MARKS 0 A-000 EXTERIOR ELEVATION 0 A-000 SECTION CUT LAYOUT POINT N 0 W A-000 E S INTERIOR ELEVATIONS KEYNOTE 0 Ax REVISION CLOUD & TAG ROOM NAME 003 RCCINM NUMBER 000 WINDOW NUMBER 0 COLUMN REFERENCE 00 DIRECTION ARROW MATCH LINE SEE AA J X-AXX MATCH LINE & NOTE i CENTER LINE 0 0 A-000 A-000 BUILDING SECTION SURFSIDE X=RAY ROOM 4600 BLVD, BOYNTON BEACH, LOCUS FIRST FLOOR KEY PLAN SE ROUP: BU IN SS ' B" CONSTRUCTION CLASSIFICATION: II -B (EXISTING) FLORIDA BUILDING CODEJEXISTING BUILDING LEVEL:2 ALTERATION (NON-SPRINKLERED BUILDING) DESIGN CRITERIA: 170 MPH EXPOSURE: D TABLE 508.4 FBC REQUIRED SEPARATION FOR OCCUPANCIES (HOURS N/A CHAPTER 6 TYPE OF CONSTRUCTION ALL EXTERIOR WALLS ARE EXISTING TO REMAIN TYPE II B - NON SPRINKLERED TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS STRUCTURAL FRAME 0 HR (EXISTING TO REMAIN) BEARING WALLS EXTERIOR N/A INTERIOR 0 HR NON-BEARING WALLS AND INTERIOR PARTITIONS 0 HR FLOOR CONSTRUCTION EXISTING TO REMAIN ROOF CONSTRUCTION EXISTING TO REMAIN SECTION 603: FIRE -RETARDANT TREATED WOOD IS PERMITTED FOR NON-BEARING INTERIOR PARTITIONS WHEN THE REQUIRED FIRE -RESISTANCE RATING IS 2 HOUR OR LESS, IN ACCORDANCE WITH SECTION 2303.2, WITH A FLAME SPREAD INDEX OF 25 OR LESS AND SHOW NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TEST IS CONTINUED FOR AN ADDITIONAL 20 -MINUTE PERIOD PER ASTM E 84. CHAPTER 8 - INTERIOR FINISHES INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450. CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450. CLASS C: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450. SECTION 3310.2 - MEANS OF EGRESS MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION 'THE PROJECT IS DESIGNED TO BE IN CONFORMANCE WITH THE FOLLOWING APPLICABLE CODES: >FLORIDA BUILDING CODE -BUILDING - FIFTH EDITION (2014) FLORIDA BUILDING CODE -ACCESSIBILITY - FIFTH EDITION (2014) >FLORIDA BUILDING CODE -EXISTING - FIFTH EDITION (2014) (CHAPTER 7 ALTERATIONS LEVEL 2) - >FLORIDA PLUMBING CODE (F.P.C) - FIFTH EDITION (2014) FLORIDA MECHANICAL CODE (F.M.C) - FIFTH EDITION (2014) >2008 Standard National Electrical Code (N.E.C) Florida Fire Prevention Code, FIFTH EDITION / NFPA 1 Fire Code 2012 edition / NFPA 101, Life Safety Code 2012 edition CODE OF ORDINANCES -CITY OF BOYNTON BEACH, FL. 0 EXISTING EXAM ROOM ALTERATION TO COMPLY WITH NEW PROPOSED X-RAY ROOM REQUIREMENTS RELATED ELECTRICAL WORK NO DEMOLITION WORK UNDER THIS SCOPE. Al NO MECHANICAL, PLUMBING OR STRUCTURAL WORK UNDER THIS SCOPE TOTAL SUITE 101 AREA 1,772 SQ.FT X RAY ROOM AREA 107 SQ.FT AREA CALCULATIONS ISSUE HISTORY: CODE INFORMATION REV 1 08/04/15 B.D.0 Cn4 O FBC REQUIRED/ PROVIDED) EXCEPTION ALLOWED CLASSIFICATION A2.0 1 USE AND OCCUPANCY CHAPTER 3 BUSINESS (B) BUSINESS (B) # 15-035 A3.0 CLASSIFICATION +� w (UNCHANGED) O � ELECTRICAL E-1 I ELECTRICAL POWER & LIGHTING PLAN / RISER EXISTING 2 HEIGHT AND AREA TABLE 503 EXISTING BUILDING BUILDING UNCHANGED EXISTING 3 BUILDING HEIGHT SEC 504 EXISTING BUILDING BUILDING UNCHANGED 4 AREA MODIFICATIONS SEC 506 N/A N/A EXISTING 5 CONSTRUCTION TYPE EXISTING BUILDING BUILDING UNCHANGED 6 OCCUPANT LOAD TABLE 1004.1.2 BUSINESS SEE CHART STAIRWAYS: STAIRWAYS: N/A MEANS OF EGRESS 03 OTHER EGRESS 7 EGRESS SIZING SECTION 1005 OTHER COMP: EGRESS COMP: REQ.2.4" 0.2 PROV 72" 8 EXIT ACCESS TRAVEL TABLE 1016.2 200' UNCHANGED DISTANCE MAXIMUM FLOOR AREA ALLOWED PER OCCUPANT AREA (SQ.FT) OCCUPANTS ALLOWED BUSINESS 100 GROSS 1,449 14 MINIMUM PLUMBING FIXTURES (FBC.PLUMBING 403.1) REQUIRED (PER FLOOR) PROVIDED 1 per 25 for the first 50 and (5) W.0 W.0 / URINALS 1 per 50 for the remainder exceeding 50 (2) URINALS TOTAL: (Business) 7 FIXTURES 1 per 40 for the first 80 and LAVATORIES 1 per 80 for the remainder exceeding 80 4 (Business) DRINKING FOUNTAIN 1 per 100 1 SERVICE SINK 1 (FOOT NOTE G) N/A FIRST FLOOR KEY PLAN SE ROUP: BU IN SS ' B" CONSTRUCTION CLASSIFICATION: II -B (EXISTING) FLORIDA BUILDING CODEJEXISTING BUILDING LEVEL:2 ALTERATION (NON-SPRINKLERED BUILDING) DESIGN CRITERIA: 170 MPH EXPOSURE: D TABLE 508.4 FBC REQUIRED SEPARATION FOR OCCUPANCIES (HOURS N/A CHAPTER 6 TYPE OF CONSTRUCTION ALL EXTERIOR WALLS ARE EXISTING TO REMAIN TYPE II B - NON SPRINKLERED TABLE 601 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS STRUCTURAL FRAME 0 HR (EXISTING TO REMAIN) BEARING WALLS EXTERIOR N/A INTERIOR 0 HR NON-BEARING WALLS AND INTERIOR PARTITIONS 0 HR FLOOR CONSTRUCTION EXISTING TO REMAIN ROOF CONSTRUCTION EXISTING TO REMAIN SECTION 603: FIRE -RETARDANT TREATED WOOD IS PERMITTED FOR NON-BEARING INTERIOR PARTITIONS WHEN THE REQUIRED FIRE -RESISTANCE RATING IS 2 HOUR OR LESS, IN ACCORDANCE WITH SECTION 2303.2, WITH A FLAME SPREAD INDEX OF 25 OR LESS AND SHOW NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TEST IS CONTINUED FOR AN ADDITIONAL 20 -MINUTE PERIOD PER ASTM E 84. CHAPTER 8 - INTERIOR FINISHES INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450. CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450. CLASS C: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450. SECTION 3310.2 - MEANS OF EGRESS MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION 'THE PROJECT IS DESIGNED TO BE IN CONFORMANCE WITH THE FOLLOWING APPLICABLE CODES: >FLORIDA BUILDING CODE -BUILDING - FIFTH EDITION (2014) FLORIDA BUILDING CODE -ACCESSIBILITY - FIFTH EDITION (2014) >FLORIDA BUILDING CODE -EXISTING - FIFTH EDITION (2014) (CHAPTER 7 ALTERATIONS LEVEL 2) - >FLORIDA PLUMBING CODE (F.P.C) - FIFTH EDITION (2014) FLORIDA MECHANICAL CODE (F.M.C) - FIFTH EDITION (2014) >2008 Standard National Electrical Code (N.E.C) Florida Fire Prevention Code, FIFTH EDITION / NFPA 1 Fire Code 2012 edition / NFPA 101, Life Safety Code 2012 edition CODE OF ORDINANCES -CITY OF BOYNTON BEACH, FL. 0 EXISTING EXAM ROOM ALTERATION TO COMPLY WITH NEW PROPOSED X-RAY ROOM REQUIREMENTS RELATED ELECTRICAL WORK NO DEMOLITION WORK UNDER THIS SCOPE. Al NO MECHANICAL, PLUMBING OR STRUCTURAL WORK UNDER THIS SCOPE TOTAL SUITE 101 AREA 1,772 SQ.FT X RAY ROOM AREA 107 SQ.FT AREA CALCULATIONS ARCHITECTURAL ISSUE HISTORY: 07/7/15 PERMIT SET REV 1 08/04/15 B.D.0 ARCHITECTURAL � A0.1 1PROJECTINFO Cn4 O v co A0.2 GENERAL NOTES A2.0 CONSTRUCTION PLAN Q # 15-035 A3.0 REFLECTED CEILING PLAN +� w W O � ELECTRICAL E-1 I ELECTRICAL POWER & LIGHTING PLAN / RISER O CLIENT ARCHITECT: MEP ENGINEER: GENERAL CONTRACTOR INDEX OF DRAWINGS DR GLEN CHAPMAN 4600 N.00EAN BLVD SUITE 101 BOYNTON BEACH, FL, 33435 TEL: 561-3304300 RWB LINARES ARCHITECTURE 1600 SOUTH DIXIE HWY, SUITE 400 BOCA RATON, FL.33432 CONTACT: NORBERTO LOIANNO TEL: (561) 391-0081 FAX: (561) 391-0085 ASSOCIATED PROFESSIONAL DESIGN 1640 N.W 2ND AVE. BOCA RATON, FL.33432 CONTACT: CYNTHIA TORRES TEL: (561) 913-8307 PM BUILDERS LLC 9314 FOREST HILL BLVD #19 WELLINGTON, FL. 33411 TEL: (954) 235 -7668 - SYMBOLS CODE INFORMATION &BUILDING DATA PROJECT TEAM REVISIONS UBLDG DEPT COMM 08-04-15 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FRIM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF RWB/ LINARES ARCHITECTURE, INC. rinr-� mrm 00 0 0 o a� o co co El � � o 00 s_. �D LO CD d 0:) 0. W ,-1 I w 4J � n Cn4 O v co w Q ,N v Q # 15-035 w W O � Q � O rinr-� mrm 00 0 0 o a� o co co El � � o 00 s_. �D LO CD d 0:) 0. W ,-1 I w 4J � v w ,N v Q # 15-035 DATE 06-28-14 r1T rrnm A A0. 1 � I7fAN C: LI, ARES 3 xY i '713 5 " AA2( (i0 1. THE WORK OF THIS PROJECT WILL BE UNDER THE DIRECTION OF THE GENERAL CONTRACTOR AND IS TO BE PERFORMED BY SEVERAL VARIOUS CONTRACTORS TO WHOM THE GENERAL CONTRACTOR MAY ALLOCATE THE VARIOUS PARTS AS WILL BEST SUIT HIS INTERESTS AND AS WILL BE SET FORTH IN THE AGREEMENTS TO BE MADE BETWEEN THE GENERAL CONTRACTOR AND PARTIES DESIGNATED BY HIM. 2. THE ARCHITECT HAS NOT BEEN RETAINED FOR THE SUPERVISION OR THE ADMINISTRATION OF THE EXECUTION OF WORK OF THIS PROJECT. 3. THE DRAWINGS, AND THE NOTATIONS THEREON, SHALL APPLY TO THE WORK OF THIS PROJECT AND SHALL BE CAREFULLY REVIEWED BY EACH CONTRACTOR, AND EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH WORK OF ALL OTHER CONTRACTORS. THE GENERAL NOTES SHALL APPLY TO EACH CONTRACTOR. 4. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR SAFETY PRECAUTIONS AND SHALL COMPLY WITH FBC SECTION 33. 5. ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN THE NOTES AND DRAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. NO SUBSTITUTIONS SHALL BE MADE BY CONTRACTORS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE GENERAL CONTRACTOR. SUBSTITUTIONS OR "APPROVED EQUAL" PRODUCTS SHALL BE LISTED AND APPROVED BY THE ARCHITECT PRIOR TO CONTRACT SIGNING. ALL MATERIALS SHALL BE ORDERED IN A TIMELY FASHION AND WILL NOT CONSTITUTE REASON FOR SUBSTITUTION. DELAYS FOR MATERIALS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR ARE REASONABLY INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION. THE MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM AS A MINIMUM TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT CORRESPONDING PARTS OF THE BUILDING. 6. THE GENERAL CONTRACTOR WILL FURNISH TO THE JOB SITE CERTAIN KITCHEN AND LAUNDRY APPLIANCES, PLUMBING FIXTURES AND FITTINGS, BATHROOM ACCESSORIES AND MEDICINE CHESTS. THESE SHALL BE INSTALLED BY THE CONTRACTOR SO DESIGNATED AND BE INCORPORATED INTO THE VARIOUS SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF THE BEST TRADE PRACTICES, AND RELEVANT CODE REQUIREMENTS. 7. EACH CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY WORKER'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS, LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCES IN AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. CERTIFICATIONS OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING WORK, FIRE INSURANCE WILL BE CARRIED BY THE GENERAL CONTRACTOR, TO THE FULLEST EXTENT PERMITTED BY LAW. CONTRACTORS, SUBCONTRACTORS, AND ALL PARTIES ENGAGED IN PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE GENERAL CONTRACTOR AND ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, INCLUDING DEATH, AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK. 8. EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR, OBTAIN, AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS, AND APPROVALS REQUIRED FOR HIS PORTION OF WORK. 9. ARRANGEMENTS AND PAYMENT FOR TEMPORARY ELECTRICITY, WATER, TOILET FACILITIES, FENCING, AND BARRICADES, SECURITY, AND CLEANUP WILL BE AS AGREED UPON IN THE AGREEMENTS BETWEEN GENERAL CONTRACTOR AND CONTRACTOR. 10. EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND FOR THE PROTECTION OF THE WORKERS ENGAGED ON THE PROJECT AND FOR THE PUBLIC, (SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, GUARDS, RAILINGS, 'OPENING PROTECTIVES, ETC.) SHALL BE PROVIDED, ERECTED, AND MAINTAINED BY THE VARIOUS CONTRACTORS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. CONTRACTORS SHALL OBTAIN AND PAY FOR THE REQUISITE PERMITS, INSPECTIONS, AND APPROVALS THEREOF. ALL SUCH ITEMS SHALL BE REMOVED BY CONTRACTORS WHEN ITEMS HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE GENERAL CONTRACTOR. 11. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING, AND PATCHING THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER THE WORK OF ANY OTHER CONTRACTORS, AND SHALL NOT DO SO WITHOUT THE PRIOR WRITTEN CONSENT OF THE GENERAL CONTRACTOR. ANY COSTS CAUSED BY DEFECTIVE OR LIMITED WORK SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFOR. 12. SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXISTS IN THE DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR IS SUCH AS WILL PREVENT HIM FROM COMPLETING HIS WORK IN A FIRST-CLASS MANNER, HE SHALL NOTIFY THE GENERAL CONTRACTOR OF SUCH BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION. 13. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE. 14. CONTRACTORS SHALL SUBMIT SAMPLES, MATERIAL LISTS, EQUIPMENT LISTS, AND SHOP DRAWINGS AS CALLED FOR IN THE DRAWINGS AND INCLUDING BUT NOT LIMITED TO: CONCRETE REINFORCEMENT, FORMWORK, POST -TENSIONED WORK, WOOD TRUSSES, STAIRS, STAIR ACHORAGES, RAILINGS, WOOD FENCES, WINDOWS, ALUMINUM AND GLASS SLIDING DOORS, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, APPLIANCES, STAINS AND PAINTS, AND CABINETRY. THESE ITEMS SHALL BE SUBMITTED SUFFICIENTLY IN ADVANCE TO THE GENERAL CONTRACTOR FOR APPROVAL TO ALLOW FOR REVIEW AND POSSIBLE CORRECTION. FABRICATION SHALL NOT START UNTIL SHOP DRAWINGS ARE APPROVED. COMPLETED WORK SHALL BE IN ACCORDANCE WITH THE APPROVED DOCUMENTS. WHERE REVIEWED AND APPROVED BY THE ARCHITECT AND OR ENGINEER IN BEHALF OF THE GENERAL CONTRACTOR, SUCH REVIEW AND APPROVAL WILL NOT RELIEVE THE CONTRACTORS RESPONSIBILITY FOR QUANTITY, FIT, DIMENSIONS, MEANS, SEQUENCES, METHODS, AND PROCEDURES, NOR FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE DRAWINGS AND AGREEMENTS. 15. SITEWORK, CONCRETE, TIMBER, MASONRY, ETC. WORK SHALL BE AS SHOWN AND NOTATED ON STRUCTURAL DRAWINGS WORKED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. 16. PLUMBING, AIR-CONDITIONING, AND ELECTRICAL WORK SHALL BE INSTALLED IN BEST TRADE PRACTICES, IN ACCORDANCE WITH APPLICABLE CODES, AND AS SHOWN ON RELEVANT DRAWINGS, AND THE ARCHITECTURAL DRAWINGS. 17. STUCCO SHALL BE TWO -COATS APPROXIMATELY 5/8: THICK APPLIED TO MASONRY, AND 3/4" THICK APPLIED TO METAL LATH. LATH SHALL BE FLAT EXPANDED DIAMOND MESH GALVANIZED, PAPER BACKED, WEIGHING NOT LESS THAN 3.4 POUNDS PER SQ. YARD. PROVIDE EXPANSION JOINTS, BEADS, ETC. WHERE AND AS SHOWN. PREPARE AND MAINTAIN IN PLACE FOR APPROVAL OF ARCHITECT, THREE ! 3) VARYING SAMPLES EACH FOR DETERMINING TEXTURES OF 'SCORED AND TEXTURED" STUCCO FINISHES. STUCCO SHALL CONSIST OF PORTLAND CEMENT, SAND, AN ONE (1) QUART PER SACK OF CEMENT OF "SEC #L" OR EQUAL WATERPROOFING COMPOUND 18. CARPENTRY WORK SHALL CONSIST, IN GENERAL, OF WORK AS SHOWN INCLUDING BUT NOT LIMITED TO THE BUILDING FRAMING, WALLS, ROOFS, SHEATHING, WOOD SIDING, WOOD TRIM (BOTH INTERIOR, AND EXTERIOR), INTERIOR STUDDING, FOR PARTITIONS, STAIRS, DOORS, AND APPLICATION OF HARDWARE; ALL SIZES, TYPES, DETAILS, AND SPECIES AS SHOWN. INSTALL ALL MEMBERS AS SHOWN IN PROPER LOCATIONS, PLUMB AND TRUE TO LEVEL, LINE AND PLAN. SECURELY FASTEN AND ANCHOR WALLS TO THE CONCRETE STRUCTURE, AND ALL MEMBERS TO EACH OTHER TO PROVIDE FULL STRENGTH AT JOINTS USING PROPER AND SUFFICIENT FASTENING IN ORDER TO ENSURE RIGIDITY OF THE STRUCTURE. 19. WOOD ROOF TRUSSES SHALL BE FABRICATED BY A COMPANY APPROVED BY THE LOCAL JURISDICTIONAL BOARD AND THE ARCHITECT. TRUSS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER WITH SHOP DRAWINGS AND CALCULATIONS SUBMITTED TO ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 20. DRYWALL WORK SHALL INCLUDE THE FURNISHING & INSTALLING OF GALVANIZED STEEL RUNNERS, STUDS, ACOUSTICAL SEALANT. PRODUCTS OF U.S. GYPSUM OR EQUAL AND THE SURFACING OF INTERIORS OF EXTERIOR MASONRY WALLS ON WOOD FURRING. THE INTERIOR OF WOOD EXTERIOR WALLS, AND INTERIOR PARTITIONS AND CEILINGS. DRYWALL SHALL BE U.S. GYPSUM OR EQUAL (STANDARD, FIRE -CODE, OR MOISTURE RESISTANT AS AS REQ'D. BY CONDITIONS SHOWN), OF THICKNESSES SHOWN, HAVING TAPERED EDGES, APPLIED WITH LENGTHS VERTICAL WHERE REQUIRED FOR FIRE RATING. PROVIDE BLOCKING FOR WALL -AMOUNT CABINETS PRIOR TO INSTALLING WALLBOARD. JOINTS SHALL BE TAPED AND SPACKLED USING TECHNIQUES & MATERIALS RECOMMENDED AND PRODUCED BY U.S. GYPSUM. AFTER COMPLETION OF SPACKLING, APPLY BY SPRAY OR ROLL- ER TO ALL WALLBOARD SURFACES A COAT OF JOINT COMPOUND ORANGE PEAL COAT). 21. WOOD DOORS SHALL BE OF TYPES, THICKNESSES, SIZE AND CONSTRUCTION AS SHOWN. FLUSH INTERIOR DOORS SHALL BE SOLID CORE WITH PAINT GRADE HARDWOOD FACES. BI -FOLD DOORS SHALL HAVE SOLID WOOD STILES AND RAILS WITH TRACK, HANGERS, FLOOR GUIDES, PULLS, ALL INTEGRAL IN "PACKAGE" OF PAINT GRADE PINE, FIR , OR EQUAL. EXTERIOR ENTRANCE DOORS SHALL BE CONSTRUCTED OF SOLID WOOD MEMBERS AND PANELS, ALL ASSEMBLED WITH WATERPROOF GLUE, DESIGN AS SHOWN. 22. CLOSET DESIGN BY OTHERS/OWNER 23. FRAMED WINDOWS AND SLIDING GLASS DOORS SHALL BE PRO- DUCTS OF AN APPROVED MANUFACTURER. ALL MEMBERS SHALL HAVE FINISH IN COLOR SELECTED: MEETING OR EXCEEDING REQUIREMENTS FOR WATER PENETRATION. INFILTRATION AND WIND LOAD OF ALL APPLICABLE BUILDING CODES. AT EACH MOVABLE DOOR OR WINDOW PANEL PROVIDE A FRAMED VINYL INSECT SCREENING UNIT, 24. GLASS SHALL BE FLOAT, TINTED WITH SHADING COEFFICIENT OF .71 CAT. 11, 3/16" TEMPERED FOR OPERABLE GLASS DOORS. FOR WINDOWS, GLASS SHALL BE AS PRESCRIBED BY CODE FOR SIZE OF LIGHTS. GLASS TO BE CLEAR TINTED UNLESS OTHER- WISE SHOWN. TEMPERED GLASS SHALL COMPLY WITH ANSI -7 97.1. (ALL GLASS AT TUBS/SHOWERS TO BE TEMPERED.) 25, BUILDER'S TOUGH HARDWARE SHALL BE FURNISHED AND INSTALLED BY EACH PARTY TO WHOSE WORK SUCH ITEMS ARE INCIDENTAL. ALL ITEMS SHALL BE GALVANIZED AND/ OR CORROSION -PROOF. FINISH DOOR HARDWARE WILL BE SELECTED BY THE OWNER AND PURCHASED DIRECTLY BY GENERAL CONTRACTOR FOR FURNISHING TO JOB SITES. 26. CERAMIC TILE SHALL BE AS SELECTED BY OWNER AS TO COLOR. UNLESS OTHERWISE PROVIDED IN AGREEMENT. REFER TO FINISH PLANS 27. CAULKING USING TREMCO OR EQUAL SILICON -TYPE PRODUCTS SHALL BE APPLIED AT ALL JUNCTIONS OF WALL AND WINDOW AND DOOR FRAMES WITH ABUTTING WALL SURFACES TO PROVIDE A WEATHERTIGHT WATER- RESISTANT INSTALLATION. 28. INTERIOR PAINTED GYPSUM WALLBOARD SURFACES SHALL RECEIVE, OVER THE SEALER COAT OF SPACKLE COMPOUND IN PLACE. ONE COAT FLAT LATEX WALL PAINT AS SELECTED AND APPROVED BY OWNER; INTERIOR WOOD TRIM AND DOORS SHALL RECEIVE ONE COAT ENAMEL UNDERCOAT AND COAT OF SEMI -GLOSS ENAMEL. INTERIOR AND EXTERIOR FERROUS METAL EXPOSED TO VIEW SHALL RECEIVE TWO COATS RUST -INHIBITIVE PAINT. THE ABOVE TO BE PRODUCTS OF SHERWIN WILLIAMS OR APPROVED EQUAL 29• PARTITIONS TO ALIGN FLUSH WITH EXISTING CONDITION WHERE APPLICABLE. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, ALSO, LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 30. THE G.C. SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF WORKING DRAWINGS. 31. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL EXISTING CONDITIONS ABOVE AND BELOW THE CEILING PRIOR TO SUBMISSION OF BID. 32, CONTRACTOR SHALL EXAMINE CONSTRUCTION DRAWINGS & SITE FULLY UPON RECEIPT OF PLANS AND NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF THE WORK. 33. ALL REQUIRED EXITS, WAY OF APPROACH THERETO, AND WAYS OF TRAVEL FROM FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE 34. MAINTAINED FREE FROM ALL OBSTRUCTIONS. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, SPRINKLERS, AND 35. ALARMS SHALL BE CONTINUOUSLY MAINTAINED AS APPLICABLE. PROVIDE NON-COMBUSTIBLE WOOD BLOCKING IN WALLS FOR CABINETS, SHELVING AND OTHER BUILT-INS. 36. MAINTAIN AND PRESERVE THE INTEGRITY OF ANY EXISTING FIRE -RATED ENCLOSURE. 37. PATCH & REPAIR AND FINISH EXISTING ADJACENT SURFACES AS NEEDED. TOUCH-UP PAINTING SHOULD BE CORNER TO CORNER OR FRAME TO FRAME. 38. WALL OUTLETS & SWITCHES TOGETHER SHALL BE INSTALLED MINIMUM DISTANCE APART U.N.O. GANGED WHERE POSSIBLE. 39. ALL GLUED -DOWN FLOORING SHALL BE ATTACHED USING ODOR -FREE ADHESIVE. 40. PROVIDE 24 HOUR EXIT ILLUMINATION PER LOCAL FIRE & BUILDING CODES. 41. G.C. TO PROVIDE FIRE PROTECTION SYSTEM PER BUILDING STANDARDS. COORDINATE REQUIREMENTS W/LANDLORD. ALL NEW, EXISTING, OR RELOCATED EXIT SIGNS, FIRE EXTINGUISHERS, SPRINKLERS, ADA COMPLIANT STROBES, ETC. MUST COMPLY WILL ALL APPLICABLE FIRE CODES, BUILDING CODES, & ADA/TAS REQUIREMENTS. PROVIDE MARKUP TO DESIGNER FOR APPROVAL OF STROBE LOCATIONS PRIOR TO INSTALLATION. 42• ELECTRICIAN TO LABEL ELECTRICAL PANEL & CIRCUIT NUMBERS ON PLATES AT COMPLETION OF PROJECT, USE CLEAR TAPE WITH BLACK LETTERS - ALL NEW AND EXISTING. 43. KEYING OF ALL LOCKS TO BE PROVIDED BY G.C. COORDINATE AND VERIFY WITH TENANT. 44. FURR OUT ALL COLUMNS & PERIMETER WALLS MINIMAL DISTANCE UP TO 6 INCHES ABOVE CEILING LINE (OR MIN. REQUIREMENT). INSULATE AS REQUIRED. STRUCTURAL NOTES: NO WORK UNDER THIS SCOPE MECHANICAL NOTES: NO WORK UNDER THIS SCOPE ELECTRICAL NOTES: REFER TO ELECTRICAL DRAWINGS. PLUMBING NOTES: NO WORK UNDER THIS SCOPE NOTES ON THE INDIVIDUAL SHEETS OF THIS SET SUPERSEDE MOST OF THE GENERAL NOTES FOUND ON THIS SHEET, IF THERE ARE ANY DISCREPANCIES OR CLARIFICATIONS NEEDED PLEASE NOTIFY THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING. REVISIONS 1. 2. 3. 4. 5. 6. 7. 8. 9. 14. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL HE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF RWB I LINARES ARCHITECTURE, INC. 00 C) 0 a m W � m � M � � O Q � W O o O Q0 CQ W N Z. PROJECT # 15-G 35 DATE 06-28-14 SHEET # A0.2 JUAN C. L17AMET- Lo cnO w w w W Q �MM 00 C) 0 a m W � m � M � � O Q � W O o O Q0 CQ W N Z. PROJECT # 15-G 35 DATE 06-28-14 SHEET # A0.2 JUAN C. L17AMET- � A TYPE A SINGLE PRE -HUNG SOLID CORE RATED AS SCHEDULED DOOR & FRAME TYPES 6 6 - X RAY 1/16'TH INCH LED CONTROL EQUIVALENT PRIMARY 32ND INCH LED EQUIVALENT �� ( 1098 BARRIERfBEAM.BLOCK PARTITION (M1) ;' N PARTITION (5/8 DRYWALL OVER (1) LAYER OF 5f8" EXISTING CMU WALL LEAD LINED GYPSUM er BOARD EXT SIDE 5f8' GYPSUM BOARD INT. SIDE 12"X12' 1/16"9H INCH LED EQUIVALENT h ----- ------- VIEWING WINDOW X RAY 1 -2 2'-4" ROOM i 109 X RAY EQUIPMENT SEDECAL, MODEL SHF -310 SN G22430 MAX OUTPUT 32 KW 1/16"TH INCH LED EQUIVALENT UPGRADED SOLID CORE PRIMARY BARRIER/BEAM BLOCK WOOD DOOR PARTITION (M2) REFER TO DOOR SCHEDULE (1) LAYERS OF 5/8' LEAD LINED DRYWALL OVER EXISTING r DRYWALL OVER EXISTING CMU WALL) ENLARGED FLOOR PLAN' 1/2"=1'-0 DOOR AND FRAME SCHEDULE DOOR FRAME FIRE RATING LABEL NOTES DRYWALL ON X-RAY ROOM SIDE SIZE MATL GLAZ TYPE MAIL TYPE DETAIL O MARK IND HGT THK WINDOW SCHEDULE A-2) OEXISTING WINDOW HEAD JAMB SILL AS REQUIRED (REFER TO A-4 FOR DETAILS) A 3'-0" 6-8" 1 3/4" WD N A WD n� A B -- -- SOLID CORE WOOD DOOR EXISTING EXTERIOR --- STAIR (N.I.C) � 1 E ------ A.2 EXAM OOM 106 EXA �2ROOM 105 RECEPTION STATION 102 - I RECEPTION WAITING ROOM D, --J I I m EXAM OM #6 11i 101 DOOR SCHEDULE 15 EXISTING CONDITIONS NOTES: THESE DRAWINGS HAVE BEEN MADE BASED ON A VISUAL INSPECTION OF THE EXISTING SURFACES. SOME ASSUMPTIONS HAVE BEEN MADE AS TO ACTUAL CONSTRUCTION, MATERIALS, AND METHODS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL FIELD CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, CONFLICTS, AND UNFORESEEN CONDITIONS. IN ADDITION, THESE DRAWINGS ASSUME THAT ALL EXISTING MATERIALS ARE IN GOOD STRUCTURAL SHAPE, GOOD WORKING ORDER, AND MEET ALL APPLICABLE CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE TO INSPECT ALL THE EXISTING ELEMENTS OF THE STRUCTURE AND REPORT TO THE CLIENT AND TO THE ARCHITECT OF ANY SIGNS OF POTENTIAL PROBLEMS WITH THE STRUCTURE INCLUDING, BUT NOT LIMITED TO, WOOD DECAYING ORGANISMS, WATER PENETRATION, STRUCTURAL FRACTURES, STRESSED SURFACES, AND WEAK STRUCTURAL CONNECTIONS. CONSTRUCTION LEGEND: J. "E" DENOTES EXISTING MZ "R" DENOTES RELOCATED DRYWALL ON X-RAY ROOM SIDE "N" DENOTES NEW OVER EXISTING 5/8" DRYWALL EXISTING DOOR AND SIDELIGHT OR GLAZING OVER EXISTING CMU TO REMAIN EXISTING NON RATED INTERIOR NEW DOOR, SIDELIGHT & DOOR TAG (REFER O TO DOOR SCHEDULE 4 AND 5 A-2) -e NEW WINDOW & WINDOW TAG (REFER TO O00o WINDOW SCHEDULE A-2) OEXISTING WINDOW NEW MILLWORK AND FIRE RATED BLOCKING LEVEL 5: ALL SOFFITS AND ALL NEW WALLS IN RECEPTION AREAS AND AT ALL WALLS SCHEDULED TO RECEIVE WALL AS REQUIRED (REFER TO A-4 FOR DETAILS) XXX NEW NON RATED INTERIOR XXX ROOM NAME & NUMBER PARTITIONS PARTITION TYPE I—! (REFER TO A-5 FOR DETAILS) n� FIRE EXTINGUISHER CABINET - TO BE FEC PROVIDED BY CONTRACTOR, U.O.N. PARTITION TYPES SCHEDULE M1 EXISTING 5/8" GYPSUM BOARD OVER EXIST 8" CMU WALLS GENERAL PLAN NOTES: A. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY TO EACH OTHER. WHAT IS REQUIRED FOR ONE DRAWING SHALL BE AS BINDING AS IF REQUIRED FOR ALL. B. NEW PARTITIONS SHALL BE PLUMB, SQUARE, STRAIGHT, AND PARALLEL OR PERPENDICULAR TO THE CORE, UNLESS OTHERWISE NOTED. C. PARTITION LAYOUT IS TO BE APPROVED BY ARCHITECT AFTER THE STUD RUNNERS HAVE BEEN INSTALLED. D. PATCH AND REPAIR ALL WALLS EXISTING TO REMAIN AND AT LOCATIONS OF DEMOLISHED WALL, CEILING AND FLOOR MOUNTED DEVICES. REPAIR DAMAGE TO EXISTING WALLS AT AREAS OF DEMOLITION, AREAS ADJACENT TO NEW CONSTRUCTION AND AS NOTED ON PLAN. SAND ALL SURFACES SMOOTH TO A "LIKE NEW" CONDITION. E. MAINTAIN RATED CONSTRUCTION AT PENETRATIONS IN RATED PARTITIONS. ADJACENT SUITE F. ALL DIMENSIONS ARE TO FACE OF STUD IN NEW PARTITIONS AND TO FINISHED FACE OF GWB/CMU ON EXISTING 102 (N.L.C) PARTITIONS. /// (BUSINESS USE) G. DOORS TO MAINTAIN 6" FROM ADJACENT WALL ON HINGED SIDE OF DOOR, UNLESS OTHERWISE NOTED. EXAM ROOM #5 3 H. PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO 108 3 PREVENT SOUND LEAKAGE AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, U.O.N. I. CONTRACTOR SHALL FRAME DUCTWORK AT PARTITION LOCATIONS AND BRACE STUDS AS REQUIRED FOR RIGID CONSTRUCTION. PROVIDE TRANSFER DUCTS IN SLAB TO SLAB PARTITION AS REQUIRED BY MECHANICAL SYSTEMS. NOTIFY ARCHITECT IF TRANSFER DUCT IS IN CONFLICT WITH AN ARCHITECTURAL CONDITION. EXAM# OOM 107 NURSE STATION C O � PHYSICAL THERAPY 112 OFFICE — 9 113 � I -- -- F TF F E OVERALL FLOOR PLAN 1/4"=l 1-01, J. NEW LAYER OF LEAD LINED 5/8" MZ DRYWALL ON X-RAY ROOM SIDE OVER EXISTING 5/8" DRYWALL RECOMMENDED SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD. OVER EXISTING CMU F1 EXISTING NON RATED INTERIOR PARTITIONS -e 3-5/8" 20 GA. METAL STUDS @ LEVEL 2: UTILITY AREAS AND AREAS BEHIND CARPENTRY 16" O.C. (1) LAYER 5/8" GYPSUM BOARD TYPE X EACH SIDE LEVEL 5: ALL SOFFITS AND ALL NEW WALLS IN RECEPTION AREAS AND AT ALL WALLS SCHEDULED TO RECEIVE WALL NON BEARING NEW NON RATED INTERIOR F2 L. PARTITIONS � 7' HEIGHT 3-5/8" 20 GA. METAL STUDS @ OUTSIDE CORNERS AND J BEADS ALONG ENDS OF GYPSUM BOARD, UNLESS OTHERWISE SPECIFICALLY NOTED. 16" O.C. (1) LAYER 5/8" LEAD LINED GYPSUM BOARD TYPE X ON EXT SIDE AND 1 FINISH MATERIAL APPLICATION, U.O.N. LAYER 5/8" GYPSUM BOARD ON THE M. INT. SIDE � NON BEARING MILLWORK, SHELVES OR OTHER ITEMS INDICATED TO BE MOUNTED TO WALLS THROUGHOUT LIMIT OF WORK, PRIOR EXISTING 1 HR RATED INTERIOR TO CLOSING WALLS. PARTITIONS FIRE EXTINGUISHER CABINETS SHALL BE LOCATED APPROPRIATELY AND ACCORDING TO CODE. 3-5/8" 20 GA. METAL STUDS @ Q. 16" O.C. (1) LAYER 5/8" GYPSUM BOARD FLOOR TO BE FLUSH, LEVEL AND PREPARED TO RECEIVE NEW FLOORING AS SCHEDULED.(SEE SLAB REPAIR DETAIL EACH SIDE NON BEARING- TO UNDERSIDE OF DECK ABOVE GENERAL PLAN NOTES: A. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY TO EACH OTHER. WHAT IS REQUIRED FOR ONE DRAWING SHALL BE AS BINDING AS IF REQUIRED FOR ALL. B. NEW PARTITIONS SHALL BE PLUMB, SQUARE, STRAIGHT, AND PARALLEL OR PERPENDICULAR TO THE CORE, UNLESS OTHERWISE NOTED. C. PARTITION LAYOUT IS TO BE APPROVED BY ARCHITECT AFTER THE STUD RUNNERS HAVE BEEN INSTALLED. D. PATCH AND REPAIR ALL WALLS EXISTING TO REMAIN AND AT LOCATIONS OF DEMOLISHED WALL, CEILING AND FLOOR MOUNTED DEVICES. REPAIR DAMAGE TO EXISTING WALLS AT AREAS OF DEMOLITION, AREAS ADJACENT TO NEW CONSTRUCTION AND AS NOTED ON PLAN. SAND ALL SURFACES SMOOTH TO A "LIKE NEW" CONDITION. E. MAINTAIN RATED CONSTRUCTION AT PENETRATIONS IN RATED PARTITIONS. ADJACENT SUITE F. ALL DIMENSIONS ARE TO FACE OF STUD IN NEW PARTITIONS AND TO FINISHED FACE OF GWB/CMU ON EXISTING 102 (N.L.C) PARTITIONS. /// (BUSINESS USE) G. DOORS TO MAINTAIN 6" FROM ADJACENT WALL ON HINGED SIDE OF DOOR, UNLESS OTHERWISE NOTED. EXAM ROOM #5 3 H. PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO 108 3 PREVENT SOUND LEAKAGE AT ACOUSTICAL PARTITIONS AND AT DEMISING PARTITIONS, U.O.N. I. CONTRACTOR SHALL FRAME DUCTWORK AT PARTITION LOCATIONS AND BRACE STUDS AS REQUIRED FOR RIGID CONSTRUCTION. PROVIDE TRANSFER DUCTS IN SLAB TO SLAB PARTITION AS REQUIRED BY MECHANICAL SYSTEMS. NOTIFY ARCHITECT IF TRANSFER DUCT IS IN CONFLICT WITH AN ARCHITECTURAL CONDITION. EXAM# OOM 107 NURSE STATION C O � PHYSICAL THERAPY 112 OFFICE — 9 113 � I -- -- F TF F E OVERALL FLOOR PLAN 1/4"=l 1-01, ADCA ACIAIA13V I� KEY PLAN 7 1116"=1'-0'" REVISIONS a 3. 4. 5. 6. 7. 8. 9. 10. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY TATS DRAWING ARB OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR USBON, AND INCONNECTIONWITHTHESPECWMD PROJECT. NONE OF SUCH IDEAS, DESIONS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, PlRK OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF RWB/ LINARPS ARCHITECTURE, INC. J. FOR DRYWALL FINISHING, THE CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND SPECIFICATIONS, EXCEPTION: COMPLY WITH MORE STRINGENT REQUIREMENTS OF GYPSUM ASSOCIATION GA -216 RECOMMENDED SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD. K. GYPSUM BOARD ASSEMBLIES FINISH LEVEL SCHEDULE: LEVEL 1 : ABOVE FINISHED CEILINGS CONCEALED FROM VIEW -e LEVEL 2: UTILITY AREAS AND AREAS BEHIND CARPENTRY LEVEL 4: WALLS SCHEDULED TO RECEIVE PAINT OR WALLCOV[RING LEVEL 5: ALL SOFFITS AND ALL NEW WALLS IN RECEPTION AREAS AND AT ALL WALLS SCHEDULED TO RECEIVE WALL WASHERS. W L. EXPOSED GYPSUM BOARD EDGES SHALL HAVE METAL TRIM. PROVIDE CORNER BEADS ALONG FULL LENGTH OF � � OUTSIDE CORNERS AND J BEADS ALONG ENDS OF GYPSUM BOARD, UNLESS OTHERWISE SPECIFICALLY NOTED. TAPE SPACKLE AND SAND JOINTS. PARTITIONS SHALL HAVE A SMOOTH FINISH CONDITION READY FOR PAINT AND FINISH MATERIAL APPLICATION, U.O.N. M. THE CONTRACTOR SHALL PROVIDE AND COORDINATE PLACEMENT OF FIRE RATED BLOCKING AT ALL LOCATIONS OF � MILLWORK, SHELVES OR OTHER ITEMS INDICATED TO BE MOUNTED TO WALLS THROUGHOUT LIMIT OF WORK, PRIOR TO CLOSING WALLS. N. FIRE EXTINGUISHER CABINETS SHALL BE LOCATED APPROPRIATELY AND ACCORDING TO CODE. Q. CONTRACTOR SHALL PATCH FLOOR SLAB AS REQUIRED AT ALL EXISTING FLOOR PENETRATIONS AND CRACKS. FLOOR TO BE FLUSH, LEVEL AND PREPARED TO RECEIVE NEW FLOORING AS SCHEDULED.(SEE SLAB REPAIR DETAIL SHEET A-5 DETAIL 5 NOTES & LEGEND 2 1/16"=T-0" ADCA ACIAIA13V I� KEY PLAN 7 1116"=1'-0'" REVISIONS a 3. 4. 5. 6. 7. 8. 9. 10. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY TATS DRAWING ARB OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR USBON, AND INCONNECTIONWITHTHESPECWMD PROJECT. NONE OF SUCH IDEAS, DESIONS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, PlRK OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF RWB/ LINARPS ARCHITECTURE, INC. Ln 00 0 a C) M W Q0 cN LCA c x � � o w O o "ll �D d Ln a UC)`G 0Q 0- W PROJECT # 15-0: DATE 06-28-14 SHEET # A2.0 cn -e W � � O � o Ln 00 0 a C) M W Q0 cN LCA c x � � o w O o "ll �D d Ln a UC)`G 0Q 0- W PROJECT # 15-0: DATE 06-28-14 SHEET # A2.0 T R /i EM'ST CElLlNG;GRlD`-\ i All zi N REFLECTED CEILING PLAN I 2 SCALE 1/2"-1'-0" 1. ALL WORK IS NEW U.O.N. 4. THIS DRAWING IS TO BE USED IN CONJUNCTION WITH ENGINEERING' DRAWINGS. REFER TO ENGINEERS FOR ADDITIONAL SWITCH LOCATIONS, AND SPECIFICATIONS. ANY DISCREPANCY BETWEEN THIS DRAWING AND THE ENGINEER'S DRAWING IS TO BE BROUGHT TO P+W'S ATTENTION PRIOR TO INSTALLATION OF WORK. 5. REFER TO ENGINEER'S DRAWINGS FOR ADDITIONAL INFO ON HVAC GRILLE LOCATIONS AND QUANTITIES. ANY DISCREPANCY BETWEEN THIS DRAWING AND THE ENGINEER'S DRAWING IS TO BE BROUGHT TO P & W'S ATTENTION PRIOR TO INSTALLATION OF WORK. 6. ALL DIFFUSERS AND RETURNS SHALL HAVE FRAMES COMPATIBLE WITH CEILING SYSTEM FOR FLUSH FIT. PROVIDE CUT TILE INFILL OF EDGE FEED SUPPLY DIFFUSERS. 7. ALL LIGHT SWITCHES SHALL BE SET TO MATCH HEIGHT OF EXISTING DEVICES, BUT NOT MORE THAN 48"AFF UNLESS OTHERWISE NOTED. S. ALL MULTIPLE LIGHTING SWITCHES SHALL BE SET IN COMMON GANG PLATE. 10. CONTRACTOR SHALL COORDINATE AND VERIFY ALL CEILING PLENUM CONDITIONS FOR CLEARNCES OF DUCTWORK, LIGHT FIXTURES, ETC. BEFORE PROCEEDING WITH WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 11. ANY WALL OR CEILING MOUNTED DEVICES OR CONTROLS REQUIRED BUT NOT SHOWN ON THIS DRAWINGS ARE TO BE REVIEWED AND COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. 12. ALL DOCUMENTS (ARCHITECTURAL, ENGINEERING, ETC.) AND PROJECT MANUAL ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE BINDING AS IF CALLED FOR BY ALL U.O.N.. 13. VERIFY ALL SLAB, BEAM, & GIRDER HEIGHTS, EXIST OR NEW, & NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 14. VERIFY ALL CEILING HEIGHTS NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH INFORMATION IN DRAWINGS. 15. ALL DIFFUSERS AND RETURNS SHALL HAVE FRAMES COMPATIBLE WITH CEILING SYSTEM FOR FLUSH FIT. 16. UPGRADE / REPLACE EXISTING EXIT SIGNS PER LOCAL CODE - REFER TO ELEC DRAWINGS FX -1 A/C SUPPLY GRILLE Fl RETURN AIR GRILLE SD "E" DENOTES EXISTING OCEILING "R" DENOTES RELOCATED • "N" DENOTES NEW 2' x 4' FLUORESCENT LAY IN LIGHT FIXTURE. ® 2'x 4' FLUORESCENT LAY IN EMERGENCY LIGHT FIXTURE. O HI HAT LIGHT FIXTURE: �i WALL MOUNTED LIGHT FIXTURE: BOYD LIGHTING, JAVELIN SCONCE 9806, U SATIN NICKEL FINISH, FLUORESCENT LAMP, WARM WHITE — — LED STRIP LIGHT FIXTURE (3000K) FX -1 A/C SUPPLY GRILLE Fl RETURN AIR GRILLE SD SMOKE DETECTOR OCEILING MOUNTED SPEAKER • FIRE SPRINKLER HEAD (SHOWN FOR REFERENCE ONLY) EMERGENCY LIGHTING FIXTURE W/BATTERY PACK Q' HORN/STROBE, MATCH BUILDING STANDARD, DEVICE MUST BE CERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER. U WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. w STROBE, MATCH BUILDING STANDARD, DEVICE MUST BE CERTIFIED AS O' COMPATIBLE WITH EXISTING FIRE ALARM CONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. [] CEILING MTD. EXIT SIGN W/ BATTERY BACK UP (GREEN EDGE LIT LED EXIT SIGNS p U.O.N.) HATCH AREA INDICATES FACE OF SIGN (7 WATTS MAXIMUM INPUT POWER PER FACE) DATE 06-28-14 WALL MTD. EXIT SIGN W/ BATTERY BACK UP, (+96" A.F.F MAX, GREEN EDGE LIT LED EXIT SIGNS U.O.N.) HATCH AREA INDICATES FACE OF SIGN (7 WATTS MAXIMUM INPUT POWER PER FACE) �E INDICATES AN EXISTING FIXTURE TO REMAIN �N INDICATES NEW FIXTURE R INDICATES AN EXISTING RELOCATED FIXTURE NOTE: LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/EXISTING CONDITIONS ABOVE CEILING. G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/OWNER PRIOR TO ORDERING. NOTES & LEGEND I ,� SCALE 1/4"-1'-0" REVISIONS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL IDEAS, DESIGNS, ARRANGIOMNTS'AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WIIERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECHON WCCH THE SPECIFIED PROJECC. NONE OF SUCH IDEAS, DESIGNS, ARRANGBNIBNTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF RWB / LINARES ARCHn-ECTURF., INC. � w ZD U a' w PROJECT # 15-035 DATE 06-28-14 SHEET # A3.0 I ELECTRICAL SPECIFICATIONS 1. THE WORK SHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE, OSHA REQUIREMENTS AND ALL OTHER LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE A HIGHER STANDARD. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT, FACILITIES AND INSTALLATION REQUIRED FOR THE COMPLETE, SATISFACTORY AND APPROVED ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND CALLED FOR IN THESE SPECIFICATIONS, OR AS MAY BE REASONABLY IMPLIED BY EITHER. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST-CLASS WORK MANNER. THE CONTRACTOR SHALL TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM, AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS OF OTHER DISCIPLINES AND RELATED TRADES IN ADDITION TO THE ELECTRICAL. SUCH INFORMATION SHALL BE CONSIDERED PART OF THE ELECTRICAL CONTRACT DOCUMENTS. COORDINATION OF PROPOSED LOCATIONS AND REQUIREMENTS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE DONE PRIOR TO SUBMITTING THE BID OR STARTING INSTALLATION. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES, CONDUIT, AND SLEEVES WITH OTHER DISCIPLINE COMPONENTS, AS THEY ARE CONSTRUCTED. ALL SLAB AND FIRE WALL PENETRATIONS MUST BE FIRE RATED AND MUST CONFORM TO OWNER'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES FOR SERVICE REQUIREMENTS AND REFER TO SERVICE STANDARDS AS DOCUMENTED BY UTILITY COMPANIES FOR SCOPE. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. THE ARCHITECTURAL/CIVIL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS WITH REFERENCE TO BUILDING/SITE CONSTRUCTION AND DIMENSIONS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT ARE TO BE FOLLOWED AS CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT.ILO VALUE ENGINEERING AND ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY/EXPENSE. 2. MATERIALS: THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 3. GROUNDING: GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. PROVIDE GROUND WIRES IN ALL CONDUITS UNLESS OTHERWISE NOTED. 4. CONDUITS: ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. ALL ABOVE CEILING CONDUITS SHALL BE ROUTED TIGHT AGAINST THE STRUCTURE AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING FEATURES. NO NEW CONDUITS SHALL BE SUPPORTED BY EXISTING CONDUITS, CEILING SYSTEMS OR AIR CONDITIONING HANGERS OR OTHER NON-STRUCTURAL SYSTEMS. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AND INCONSPICUOUS AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. ALL EMPTY CONDUITS SHALL HAVE PULLSTRING, BOTH ENDS CAPPED, LABELED WITH DESCRIPTION OF INTENDED FUTURE USE, AND BE STUBBED 6" OUT FROM WALLS/CEILING/FLOORS, UNLESS INDICATED OTHERWISE. FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, LIGHTING FIXTURES, ETC. FLEXIBLE CONDUIT SHALL HAVE ALUMINUM ARMOR & INTERNAL GROUND STRAP IN ADDITION TO EQUIPMENT GROUND. USE "LIQUID TIGHT" WHEN EXPOSED TO WEATHER. 5. CONDUCTORS SIZE #8 AND LARGER SHALL BE TYPE THWN STRANDED, COPPER. CONDUCTORS SIZE #10 AND SMALLER SHALL BE COPPER, TYPE THHN SOLID, UNLESS NOTED OTHERWISE. CONDUCTORS SHALL CONSIST OF 98% CONDUCTIVITY COPPER AS INDICATED. SIZES ARE AWG. ALL CONDUCTORS SHALL BE RUN IN CONDUIT EXCEPT AS NOTED ON PLANS. POWER, LIGHTING, AND GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG. EXCEPT WHERE OTHERWISE INDICATED. CONTROL CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG. CONDUCTORS SHALL BE CONTINUOUS FROM DEVICES WITHOUT SPLICES EXCEPT WITHIN WRE WAY OR UNC -770N BOXES. MARK CONDUCTORS IN PANELS, PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. CONDUCTORS SHALL BE JOINED USING COMPRESSION SPLICES, EXCEPT THAT CONDUCTORS #10 AND SMALLER MAY BE JOINED USING WIRE NUT TYPE CONNECTORS. CONDUCTORS SHALL BE TERMINATED USING COMPRESSION SPLICES USED ON CONDUCTORS #10 AWG. AND USING 3M #33+ OR #88 PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCH CAST OR EQUAL POTTING COMPOUND. LOW VOLTAGE CONDUCTORS RUN THROUGH THE RETURN AIR PLENUM SHALL BE PLENUM RATED. CONTRACTOR SHALL VERIFY LENGTH OF ALL CONDUCTOR RUNS AND INCREASE WIRE SIZE AS REQUIRED SUCH THAT VOLTAGE DROP DOES NOT EXCEED 3% FOR BRANCH CIRCUITS AND 2% FOR FEEDERS. ADVISE ENGINEER AS REQUIRED. 6. RECEPTACLES SHALL BE 15/20A, 120V AS, 2 POLE, 3 WIRE SINGLE OR DUPLEX GROUND TYPE EXCEPT WHERE SPECIFIC PURPOSE, LOCKING OR HIGHER RATED RECEPTACLES ARE SHOWN ON THE DRAWINGS, 7. WALL SWITCHES SHALL BE OF THE TOTALLY ENCLOSED TUMBLER TYPE WITH BODIES OF PHENOLIC COMPOUND. HANDLES SHALL BE WHITE COLORED. 8. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF, OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORK SPACE. 9. LIGHTING FIXTURES: LIGHTING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED COMPLETE WITH LAMPS. 10. CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXTENT OF REVISIONS TO EXISTING EQUIPMENT AND WIRING TO ACCOMMODATE CHANGES AND ADDITIONS. ALL THE NECESSARY REROUTING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC., SHALL BE INCLUDED IN THE SCOPE OF WORK. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND MATERIALS THAT WILL NOT BE REUSED IN CONSTRUCTION INCLUDING PIPES, CONDUITS, WIRES, TELEPHONE LINES, COMPUTER CABLE OR WIRING THAT PASSED THROUGH THE SITE OF THIS CONSTRUCTION AND RELOCATE THOSE THAT SERVE SYSTEMS TO REMAIN. 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY POWER AND CONTROL WIRING FOR ALL MECHANICAL EQUIPMENT. STARTERS REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 12. PANEL DIRECTORIES SHALL BE TYPED ACCURATELY TO SHOW AS BUILT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. ELECTRICAL PANELS SHALL BE CONSTRUCTED WITH COPPER MAIN BUSSES AND TERMINALS. 13. TESTS: AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERATES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT. 14. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS (AS -GUILTS) OF THE ACTUAL INSTALLATION AS WELL AS OPERATING AND MAINTENANCE MANUALS TO THE OWNER UPON PROJECT COMPLETION. LIGHTING PLAN 7 SCALE 1/2"-1'-0" ELECTRICAL SYMBOL LEGEND 20A, 120V, SINGLE POLE LIGHT SWITCH. MOUNT CENTER AT 48" AFF. 20A, 120V, SINGLE POLE PASSIVE INFRARED OCCUPANCY SENSOR SWITCH. os MOUNT CENTER AT 48" AFF. LU�iRON #LOS -SIR -WH. 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. SE -0 ELECTRICAL PANEL 240 VAC, 100 AMP, SINGLE PHASE 'MAIN DISCONNECT BREAKER. SURFACE MOUNT BOTTOM OF BOX AT 48" - 54" A.F.F. INSTALL 2" CABLE CLAMP IN BOTTOM OF DISCONNECT BOX V 2 EACH NETWORK DROPS, DATA ONLY, MOUNTED AT SAME HEIGHT AS RECEPTACLE. PROVIDE PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ADD ADDITIONAL DATA DROP FOR PHONE SERVICE IF REQUIRED. EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE R RELOCATE EXISTING E EXISTING - - - EXISTING NEW TO FPL EXISTING ELECTRICAL RISER DIAGRAM SCALE: NTS PRIOR TO SUBMITTING THE BID, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE ARCHITECT AND THE ENGINEER OF ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED. THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION. NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED. POWER PLAN SCALE 1/2"-1'-0" BRANCH CIRCUIT PANEL "Al 99 MAIN: 400A MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE MOUNTING: SURFACE AIC SYMM: EXISTING SPEC: EXISTING 1A... _.._.. - TRIP CKT OA KVA 4B KVA 100A 2P ,OOA CKT X R A Y WIRE/CND DESCRIPTION XRAY MACHINE ❑2 4#3 & 1#6G IN 1-1/4" 100 2P I CONTROL 0.5 Al -1,3 20 _.. 109B REC, BANK VAULT ❑1 3 XRAY GENERATOR ---; - 4 20 EXISTING \ TANKLESS WATER HEATER ❑1 Y CONTRO XRAY L4 40 2P Al -22 \ 2.7 0.5 6 20 EXISTING AFTER HOURS DEPOSIT ❑1 7 2.7 X RAY - - 20 ROOM -- EWC ❑1 _.. 20 109 - 0.3 6.7 - 10 70 3P EXISTING 1ST FL A/C UNIT Qt AHU ❑1 EXISTING 80 3P 11 - - 7.7 6.7 12 13 7.7 6.7 - - j 15 7.7 2.9 16 30 3P EXISTING FUR VAULT A/C UNIT ❑1 CUSTOMERS UNIT E1 EXISTING --------------------- 17 - -: 1.6 1 2.9 - - -.VV- ---(LIQ.. - .._ 1.6 2.9 - _. ... - ... CUSTOMERS UNIT ❑1 EXISTING 20 7 , - 1.6 0.7 POWER PLAN SCALE 1/2"-1'-0" BRANCH CIRCUIT PANEL "Al 99 MAIN: 400A MAIN LUGS ONLY VOLTAGE: 208/12OV, 30, 4 WIRE MOUNTING: SURFACE AIC SYMM: EXISTING SPEC: EXISTING DESCRIPTION WIRE/CND TRIP CKT OA KVA 4B KVA OC KVA CKT TRIP WIRE/CND DESCRIPTION XRAY MACHINE ❑2 4#3 & 1#6G IN 1-1/4" 100 2P 1 7.3 0.5 2 20 EXISTING REC, BANK VAULT ❑1 3 - 7.3 F0.4 - 4 20 EXISTING TC ❑1 TANKLESS WATER HEATER ❑1 EXISTING 40 2P 5 2.7 0.5 6 20 EXISTING AFTER HOURS DEPOSIT ❑1 7 2.7 0.4 - 8 20 EXISTING CAMERA Qt EWC ❑1 EXISTING 20 9 - 0.3 6.7 - 10 70 3P EXISTING 1ST FL A/C UNIT Qt AHU ❑1 EXISTING 80 3P 11 - - 7.7 6.7 12 13 7.7 6.7 - - 14 15 7.7 2.9 16 30 3P EXISTING FUR VAULT A/C UNIT ❑1 CUSTOMERS UNIT E1 EXISTING 20 2P 17 - - 1.6 1 2.9 18 19 1.6 2.9 - - 20 CUSTOMERS UNIT ❑1 EXISTING 20 21 - 1.6 0.7 - 22 20 EXISTING REC, SUITE 101 5 CUSTOMERS UNIT Efl EXISTING 20 23 1.6 0.7 24 20 EXISTING REC, SUITE 101 1 REC, RESTROOM ❑1 EXISTING 20 25 0.4 0.7 - 26 20 EXISTING REC, SUITE 101 ❑1 AUTO TELLER E1 EXISTING 20 27 - 0.5 0.7 - 28 20 EXISTING REC, SUITE 101 ❑1 MASTER CONTROL IN VAULT ❑1 EXISTING 20 29 - - 0.5 0.4 30 20 EXISTING REC, SUITE 101 51 30.9 28.8 25.3 KVA PER PHASE 258 240 211 AMPS PER PHASE 85.0 TOTAL KVA KEY NOTES D1 EXISTING CIRCUIT & CIRCUIT BREAKER TO REMAIN. ❑2 INSTALL NEW CIRCUIT INDICATED ON EXISTING SPARE CIRCUIT BREAKER. EXISTING CIRCUIT TO REMAIN. ❑4 PROVIDE MAUNUFACTURER RECOMMENDED CONTROL WIRING. ❑ 5 INTERCEPT, EXTEND AND CONNECT TO EXISTING BRANCH CIRCUIT. GARAYCOCHEA L ENGINEERING, CA, LIC No, 29143 o,``,C�P�?�•.." °® ° 4935 RABBIT HOLLOW DRIVE, BOCA RA.. 41 a� ® Cc! =0: VICTOR C, GARAYCOCHEA, P.E. Florida License Number: 71208 PERMIT SET: 07/08/15 Associated ®® Professional Design z Consulting Engineers 1640 N. W. 2nd Avenue, Boca Raton, FL 33432 �® Phone: 561, 419, 8977 Info @ apd-engineering, corp 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR "PRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF RWB / LINARES ARCHITECTURE, INC. LO 00 0 0 i CZ) m m X CO w O o Q O m E~Cd CdLO O w �OOx as 0. w "I I w v R U O � � ,N U W O LO 00 0 0 i CZ) m m X CO w O o Q O m E~Cd CdLO O w �OOx as 0. w "I I w v R U LU ,N U tel¢ PROJECT # 15075 DATE 07-08-14 CIT TT�TT i E-1 JUAN C.L A AA26000640